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Sample Record for 2026-06-11-21

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Project Information

Project ID: 994673 DEA: 033F0704 EFIS: 0312000054 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-51-2.0/3.5
Work Description: American River Bridge Rehabilitation
Location Description:
Contractor Name: American River Constructors
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: John Ruzic Structure Rep.: Pha Tran

Sample Information

DIME Sample ID: 2026-06-11-21
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2026
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 1/2" HMA-O PG64-16
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw

Material Information

HMA Type: OGFC
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 1049
Binder content (%): 0.0
Virgin binder PG:
Design binder PG: PG 64-16
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test

DIME Test ID: 2026-06-11-21-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 06/19/2026
Date Tested: 06/19/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: R1 OBC 5.3%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1675.7 g
Corrected Asphalt Binder Content 4.83 %
Mass Loss 86.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.36 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test

DIME Test ID: 2026-06-11-21-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 06/19/2026
Date Tested: 06/19/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: L1 OBC 5.3%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1636.3 g
Corrected Asphalt Binder Content 4.63 %
Mass Loss 81.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.37 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C